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RESIDENTIAL HOUSE brownfield

机译:住宅楼Brownfield

摘要

Use: for the reconstruction of multi-storey residential buildings, with the superstructure of residential floors without resettlement of inhabitants. SUMMARY: Residential building secondary building, includes the old brick building part 1, part 2 Attached General monolithic reinforced concrete ceiling 13 and the suspended portion 3 in several floors. Fundam 4 adjoined and overbuilt parts of the house is in the form of bored piles 11 arranged along the outer walls of the old bearing parts of the building in the region of at least one passage on each side. Built on stilts 11 twin columns 12, one at the height of the old part of the building, the other in the entire height of the building. At the level of coverage of the old building on columns mounted general reinforced concrete ceiling 13 and floor 14 of each overbuilt floor portion to form independent carrying frame 15 adjoined and overbuilt parts of the house. Covering 14 overbuilt portion formed monolithic with prestressed reinforcement 16 guyed situated diagonal and orthogonal directions in each cell supporting frame 15 with the creation of the stiffness in the drive level of overlap. Common overlapping 13 formed with monolithic prefabricated prestressed reinforcement guyed situated in orthogonal directions. On the floor of the house with a support coupled to the column 12 attached loge 19, which overlap or are made Mono sbornomonolitnymi guyed with prestressed reinforcement 16 in orthogonal directions. The design of the reconstructed building provides reliability and load-bearing capacity at home, the ability to manufacture construction; works without resettlement of inhabitants by minimizing the extent of accidents and providing increased comfort. 2 z.p.f .; Yl 3 ..
机译:用途:用于多层住宅的重建,其上层建筑没有居民安置。摘要:住宅建筑的二级建筑,包括旧砖建筑的第1部分,第2部分,在几层楼中连接的通用整体式钢筋混凝土天花板13和悬挂部分3。房屋的邻接且过度建造的部分Fundam 4为钻孔桩11的形式,该钻孔桩沿着建筑物的旧轴承部分的外壁布置在每侧至少一个通道的区域中。建立在高跷11双柱12上,一个在建筑物的旧部分的高度,另一个在建筑物的整个高度。在旧建筑物的覆盖水平上,在柱上安装了普通钢筋混凝土天花板13和每个超建地板部分的地板14,以形成独立的承载框架15,与房屋的超建部分相连。覆盖物14的过度构建部分与预应力增强件16整体形成,该预应力增强件16拉紧位于每个单元格支撑框架15中的对角线和正交方向上,从而在重叠的驱动水平上产生了刚度。共同的搭接13由位于正交方向上的整体式预制预应力加强筋形成。在房屋的地板上,该房屋的地板与支柱12相连,并连接有竖线19,竖线19在正交方向上重叠或制成带有预应力增强件16的Mono sbornomonolitnymi。重建建筑物的设计提供了家庭的可靠性和承重能力,以及制造建筑物的能力;通过最大程度地减少事故的范围并提供更多的舒适感,在无需安置居民的情况下进行工作。 2 z.p.f。; 3年级

著录项

  • 公开/公告号RU60958U1

    专利类型

  • 公开/公告日2007-02-10

    原文格式PDF

  • 申请/专利权人

    申请/专利号RU20060136571U

  • 申请日2006-10-18

  • 分类号E04H1/00;

  • 国家 RU

  • 入库时间 2022-08-21 20:30:23

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